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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Living Rm Window <br /> 2.4 Prepared by:jfm Date: 7/01/24 <br /> Selection [(3)2x 10 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1= 11.2 in2 R2= 5.2 in (1.5)DL Defl= 0.05 in <br /> Data Beam Span 6.25 ft Reaction 1 LL 2727# Reaction 2 LL 1304# <br /> Beam Wt per ft 10.11 # Reaction 1 TL 4527# Reaction 2 TL 2125# <br /> Bm Wt Included 63 # Maximum V 4527# <br /> Max Moment 4530'# Max V(Reduced) 4143# <br /> TL Max DO L/240 TL Actual Defl L/719 <br /> LL Max Defl L/360 LL Actual DO L/>1000 <br /> Attributes Section (in3) Shear(in 2) TL Defl (in) LL Defl <br /> Actual 64.17 41.63 0.10 0.05 <br /> Critical 58.14 41.43 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 1 91% 100% 33% 25% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 935 150 1.3 405 <br /> Adiustments CIF Size Factor 1.100 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 310 Uniform TL: 489 =A <br /> Point LL Point TL Distance <br /> 2093 B = 3533 1.0 <br /> Uniform Load A <br /> Pt loads: <br /> 0 <br /> R1 =4527 R2=2125 <br /> SPAN =6.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes Tributary Loads 6.5' Floor Load @ 40#LL/50#TL+2' Roof Load @ 25#LL/42#TL <br />